EP2231959B1 - Système d'ancrage de façades ventilées - Google Patents
Système d'ancrage de façades ventilées Download PDFInfo
- Publication number
- EP2231959B1 EP2231959B1 EP08859605.1A EP08859605A EP2231959B1 EP 2231959 B1 EP2231959 B1 EP 2231959B1 EP 08859605 A EP08859605 A EP 08859605A EP 2231959 B1 EP2231959 B1 EP 2231959B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile
- vertical
- profiles
- horizontal
- anchorage system
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000004575 stone Substances 0.000 claims description 30
- 230000014759 maintenance of location Effects 0.000 claims description 10
- 150000001875 compounds Chemical class 0.000 claims description 5
- 238000005553 drilling Methods 0.000 claims description 3
- 238000010079 rubber tapping Methods 0.000 claims description 3
- 230000000712 assembly Effects 0.000 claims 1
- 238000000429 assembly Methods 0.000 claims 1
- 238000004873 anchoring Methods 0.000 description 6
- 239000002969 artificial stone Substances 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 230000000295 complement effect Effects 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000009428 plumbing Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000010454 slate Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
- E04F13/0814—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements fixed by means of clamping action
Definitions
- the present invention refers to an anchorage system of ventilated facades, which adds important advantages compared with similar anchorage systems and those currently used.
- the horizontal profile is that since it does not have an upper wing for common and continuous use, it can be adapted to any facade element (wood, metal panels, ceramic, etc.) simply by mounting appropriate fastening clips.
- ES2156525 refers to a system for anchoring stone plates to building facades and which enables mounting stone plates outside the sequence and in different elevations, as well as replacing any stone plate without breaking the structure.
- the articulated tubular framing is coupled to the building structure by mounting, first, masts or vertical profiles that will fasten the horizontal ones.
- the masts have an asymmetric section and two of its consecutive sides have cogged rubber, also being these cogged sides fitted with recesses that define guiderails for inserting bolts.
- the horizontal profiles are located in all the horizontal joints of the stone plates to be laid, having these joints corresponding longitudinal grooves at the upper and lower edges.
- the horizontal profile has spear-headed flaps to anchor and hold fastening elements or clips, having also an L-shaped wing that fits into the groove of the stone plates.
- an anchorage system for ventilated facades with natural or artificial stone plates including new vertical profiles that improved the resistance of the previous profiles, comprising a geometry of a rectangular section with a C-rail in the centre of the larger sides of it, and allowing this section to be joined to the horizontal profiles and the brackets through self-tapping screws.
- the horizontal profile also includes an L-shaped upward flange that is inserted in the lower groove of the stone plate. In the upper groove, there are other retention flanges fixed to the horizontal upper profile through set screws.
- the retention flanges with a connecting screw between the slate and the horizontal profiles are made of extruded aluminum and they join the upper part of the stone plates, thus, being said stone plates held by two retention flanges with screw, which are fixed to the horizontal profile by self-tapping screws.
- These retention flanges with screw allow for a fast mounting, and they efficiently provide resistance once they are fixed in the horizontal profile due to its paracentral tab, which is inserted in the respective longitudinal upper channel of the horizontal profile and later fixed with screws. See as well CH 659 679 A5 .
- the fixing elements or brackets join the vertical profiles to the building structure, having the vertical profile section trapezoidal grooves or lateral rails, into which sliding bars with the same shape as the profiles are vertically inserted, and which bars are provided with a central threaded hole for fixing a bolt through the corresponding bracket, being the fixing completed with serrated lockwashers to facilitate the plumbing.
- the brackets also have a clogged surface and a horizontal groove which allows for the insertion of the set screw.
- the vertical bar that slides along the rail of the vertical profile protrudes from both ends with respect to the bracket and is anchored to the profile with end screws.
- this compound vertical profile When this compound vertical profile is used, it is formed a means of settling the insulating panels, which are held by "omega” clips fixed to the front of the vertical profile by one of their wings.
- the horizontal profiles are attached to the vertical ones by two complementary anchoring parts, one of which is fixed with a screw to the C-rail of the vertical profile where it is slid into to strengthen the joint; being the other complementary part slid into another C-rail in the front of the back part of the horizontal profile.
- the stone plates and the horizontal profiles are joined together by a pair of clamps or retention clips for each one of the stones, being these clamps or clips interconnected by a vertical movement as they have downward flanges that interconnect with upward flanges in the front section of the horizontal profile. They also have an orthogonal wing bended upwards, downwards, or having flanges in both directions, thus being the most appropriate of them chosen, according to their position in the horizontal profiles, to fit and hold the stone plate when fitted in the continuous groove on its horizontal edges.
- the initial clamp which has the upward flange where the stone is fitted by its lower groove
- the intermediate clamp with a double upward and downward flange is placed, which functions as a retention clamp and as a support clamp for the next stone.
- the crowning clamp which has the downward flange in the upper groove.
- the anchorage system of ventilated facades of this invention is defined by vertical profiles 1 fastened to the building 2 with brackets 3 on both sides.
- the brackets 3 or fixing elements are L-shaped and have a wing 4 with a torn hole 5 for inserting the set screw 6, fixed with a self-locking nut 7.
- the free wing 8 has a longitudinal grooving 9 open at the edge for an easy mounting.
- the vertical profile 1 includes a C-rail 10 on its sides, into which bars 11 are slid. These bars have the same shape as the vertical profile and they are fitted with a central threaded hole and two other holes in the upper and lower ends protruding from bracket 3.
- the central hole serves for anchoring the set screw 12 to the bracket 3 and the end holes 13 are used to fasten the vertical profile 1 in case of a dead load.
- the position of these vertical sliding bars corresponds with the crosspoints with the brackets.
- brackets 3 There are two types of brackets 3 with a free wing 8 of various lengths.
- the horizontal profiles they are referred to in general with the referential number 15, and are fixed to the vertical ones 1 through two parts 16 and 17, which connect one to the other.
- the first one 16 is inserted in the frontal rail 18, located in the vertical profile 1 to that end, and the second one 17 is inserted in the other rail 19 at the back of the horizontal profile 15 (see figure 8 as well).
- Figure 4 shows the mounting of a resistant and bigger vertical profile 20, different from the one indicated as 1, which can be used according to the construction needs. If the brackets 3 can only be fixed from slab to slab, a profile indicated as 21, comprising the vertical profiles 1 and 20, is used, which includes a break of thermal bridge, as it can be clearly seen in any cross section in figure 5 .
- the natural stone plates 24 have a grooving on their entire longitudinal horizontal edges. As it can be seen in figure 12 , these plates are mounted and fastened as follows.
- the horizontal profile 15 includes a pair of upward flanges 25 and 26 to couple the clips or retention clamps to the stone plates 24.
- the clamps have different geometry according to whether they are initial clamps 27, intermediate clamps 28 or crowning clamps 29, being all of them independent parts anchored to the horizontal profile 15 by vertical sliding (safer than frontal insertion) and fastening the flagstone near the corners (at approximately one fourth of the length of the plates), thus, protecting these corners.
- the initial or lower clamps 27 have a downward pin 30 on their back which is gripped in the upward pin 25 of the horizontal profile 15. Its orthogonal wing is bended upwards into an elbow defining an upward flange 31, which will be used to fit the first course of flagstones 24. Then, two intermediate clamps 28 per stone are placed on the next horizontal profile 15, acting these clamps 28 as retention clamps of the lower stone and, at the same time, as support clamps of the next flagstone, since they have two flanges 31, an upward flange and a downward flange.
- each one of the clamps 27, 28 and 29 can be fixed to the horizontal profile 15 with elastic dowel pins (DIN1481, 7346 or 1473) for its correct fixing, as it can be seen in the enlarged detail in figure 6 .
- FIGS. 13a and 13b show respective elevation sections
- figures 14a and 14b which show a perspective view of the illustrations in figures 13a and 13b
- the intermediate clamp 28 of the lower side of the broken stone is broken using a radial saw, inserting the cutting disc between the two stones 24 and extracting the broken stone 24.
- the clamps 32 are fixed in order to hold the preceding flagstone and the support clamps 33, thus, keeping the stone perfectly fastened.
- the vertical profile 20 of the compound mast 21 also has grooves for inserting gaskets when the sandwich-paned insulating panels 22 are laid.
- the horizontal profiles 15 do not have an upper continuous wing for the direct mounting of the flagstones 24, since they are mounted using independent clamps, the system can be adapted to any facade element (wood, metal panels, alucobond panels, ceramic, terracotta, etc.), simply by changing the clips or clamps for others with the adequate shape.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Securing Of Glass Panes Or The Like (AREA)
- Specific Sealing Or Ventilating Devices For Doors And Windows (AREA)
Claims (7)
- SYSTÈME D'ANCRAGE DE FAÇADES VENTILÉES, comportant :- des profilés verticaux (1, 20,21) ancrés à- des ensembles d'équerres de trois pièces (3, 11,14) fixées au dallage ou à la structure résistante du bâtiment,- des profilés horizontaux (15) assujettis aux dits profilés verticaux (1, 20,21) et reliés à ces profilés- des éléments de rétention (27, 28, 29, 32,33) des dalles ou similaires, lesdites dalles étant munies de rainures sur leurs bords horizontaux, et lesdits systèmes d'ancrage étant caractérisés en ce que, le profilé vertical (1, 20, 21) comprend un canal en C (18) à l'avant, dans lequel glissent- des pièces en forme d'oméga (16) avec des brides dont les extrémités sont dirigées vers le haut, qui sont attachées au profilé vertical et assujetties au moyen d'une vis d'auto-forage, située dans les points de convergence avec les profilés horizontaux (15), ces profilés ayant un autre canal en C (19) à l'arrière, dans lequel d'autres- pièces d'épingles d'enclenchement (17) descendantes glissent, dans ces pièces qui sont situées dans les points de convergence et sont retenues sur les pièces précédentes en forme d'oméga (16) par glissement vertical
- SYSTÈME D'ANCRAGE DE FAÇADES VENTILÉES, selon la revendication 1, caractérisé en ce que, les profilés horizontaux (15) ont à l'avant de leur structure tubulaire, de petites brides (25, 26) ascendantes : une bride supérieure (26) et une autre paracentrale (25), afin de relier différents types de clips ou pinces de rétention (27, 28, 29) des plaques en pierre naturelle (24); lesdites pinces (27, 28, 29) étant munies d'au moins une épingle (30) descendante, fixée aux précédentes (25, 26) du profilé horizontal (15), et munie d'une aile orthogonale, pliée vers le haut, vers le bas, ou dans les deux directions, dépendant de la position qu'elles occupent, définissant des brides (31) à loger dans les rainures continues des bords horizontaux des plaques en pierre (24).
- SYSTÈME D'ANCRAGE DE FAÇADES VENTILÉES, selon la revendication 1, caractérisé en ce que, le profilé vertical (1, 20, 21) comprend des rainures trapézoïdales ou rails sur les côtés, dans lesquelles des barres glissières (11) présentant la même forme que les profilés, sont insérées verticalement, ces barres (11) étant munies de trous centraux filetés pour fixer des boulons (12) qui passent à travers des équerres (3) et à travers des rondelles dentelées de frein (14) connectant avec la surface dentée des équerres (3), supportant le poids propre avec deux vis autotaraudeuses qui passent à travers les extrémités des barres glissières (11).
- SYSTÈME D'ANCRAGE DE FAÇADES VENTILÉES, selon la revendication 3, caractérisé en ce que les barres verticales glissières (11) comprennent une surface dentée, analogue à celle des équerres (3) sur le côté qui est appuyé contre le profilé vertical (1, 20,21).
- SYSTÈME D'ANCRAGE DE FAÇADES VENTILÉES, selon la revendication 1, caractérisé en ce que le profilé vertical (1) est attaché à un autre profilé (20) avec des attaches parallèles à rupture de pont thermique, matérialisant un profilé composé (21), et le deuxième profilé (20) comprenant d'autres rails (10) ou rainures trapézoïdales pour monter les barres glissières de fixation (11) sur les équerres (3), ce deuxième profilé (20) étant plus large que le précédent de façon à définir le positionnement de panneaux d'isolation (22), qui sont soutenus sur l'avant par des clips en « Oméga » (23) fixés à l'avant du profilé vertical (1, 20, 21) par une de ses ailes.
- SYSTÈME D'ANCRAGE DE FAÇADES VENTILÉES, selon la revendication 5, caractérisé en ce que le deuxième profilé (20) comporte des rainures pour situer des joints afin de monter des panneaux en sandwich (22).
- SYSTÈME D'ANCRAGE DE FAÇADES VENTILÉES, selon la revendication 2, caractérisé en ce qu'il comporte d'autres pinces (32, 33) pour la substitution de dalles cassées (24), qui ont au moins une épingle (30) descendante connectée aux épingles (25, 26) ascendantes des profilés horizontaux (15) et qui ne comprennent qu'une bride (31), descendante ou ascendante, respectivement, pour être placée sur la même rainure de la nouvelle dalle (24).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES200703294A ES2338192B1 (es) | 2007-12-13 | 2007-12-13 | Sistema de anclaje de fachadas ventiladas. |
PCT/EP2008/010615 WO2009074346A2 (fr) | 2007-12-13 | 2008-12-12 | Système d'ancrage de façades ventilées |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2231959A2 EP2231959A2 (fr) | 2010-09-29 |
EP2231959B1 true EP2231959B1 (fr) | 2014-05-21 |
Family
ID=40673476
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP08859605.1A Active EP2231959B1 (fr) | 2007-12-13 | 2008-12-12 | Système d'ancrage de façades ventilées |
Country Status (6)
Country | Link |
---|---|
US (1) | US8365481B2 (fr) |
EP (1) | EP2231959B1 (fr) |
AU (1) | AU2008334919A1 (fr) |
CA (1) | CA2709212C (fr) |
ES (2) | ES2338192B1 (fr) |
WO (1) | WO2009074346A2 (fr) |
Cited By (1)
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RU2694650C2 (ru) * | 2015-09-15 | 2019-07-16 | Нитиха Корпорейшн | Наружная конструкция |
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WO2004079127A1 (fr) * | 2003-03-06 | 2004-09-16 | Erwin Steiner | Dispositif pour fixer des plaques contre les murs exterieurs d'edifices |
WO2006064268A1 (fr) * | 2004-12-16 | 2006-06-22 | Ibstock Brick Limited | Element de fixation, systeme et panneau associes de parement |
DE102006033045A1 (de) * | 2006-07-14 | 2008-01-17 | Moeding Keramikfassaden Gmbh | Vorgehängte Fassadenkonstruktion |
ES1064372Y (es) * | 2006-12-12 | 2007-06-01 | Scully Proyectos Innovadores S | Sistema de anclaje para fachadas ventiladas con placas de piedra natural o artificial. |
US7472521B2 (en) * | 2006-12-24 | 2009-01-06 | Bilge Henry H | System for mounting wall panels to a wall structure |
DE202007008471U1 (de) * | 2007-06-13 | 2007-09-27 | Leichtmetallbau Schletter Gmbh | Vorrichtung zum Verbinden einer Profilschiene mit einem anderen Bauteil |
DE102008056970B4 (de) * | 2008-11-13 | 2010-10-07 | Moeding Keramikfassaden Gmbh | Fassadenkonstruktion |
US8256181B2 (en) * | 2008-12-01 | 2012-09-04 | Extech/Exterior Technologies, Inc. | Internal structural mullion for standing seam panel system |
-
2007
- 2007-12-13 ES ES200703294A patent/ES2338192B1/es not_active Expired - Fee Related
-
2008
- 2008-12-12 EP EP08859605.1A patent/EP2231959B1/fr active Active
- 2008-12-12 CA CA2709212A patent/CA2709212C/fr active Active
- 2008-12-12 AU AU2008334919A patent/AU2008334919A1/en not_active Abandoned
- 2008-12-12 ES ES08859605.1T patent/ES2494341T3/es active Active
- 2008-12-12 US US12/747,750 patent/US8365481B2/en active Active
- 2008-12-12 WO PCT/EP2008/010615 patent/WO2009074346A2/fr active Application Filing
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2694650C2 (ru) * | 2015-09-15 | 2019-07-16 | Нитиха Корпорейшн | Наружная конструкция |
Also Published As
Publication number | Publication date |
---|---|
EP2231959A2 (fr) | 2010-09-29 |
ES2338192B1 (es) | 2011-03-28 |
ES2338192A1 (es) | 2010-05-04 |
ES2494341T3 (es) | 2014-09-15 |
US8365481B2 (en) | 2013-02-05 |
AU2008334919A1 (en) | 2009-06-18 |
CA2709212C (fr) | 2016-01-19 |
WO2009074346A2 (fr) | 2009-06-18 |
US20100325997A1 (en) | 2010-12-30 |
CA2709212A1 (fr) | 2009-06-18 |
WO2009074346A3 (fr) | 2009-08-06 |
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